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1. 发明专利

JP2005232851A PCa BOARD FOR FLOOR, HYBRID FLOOR STRUCTURE AND CONSTRUCTION METHOD FOR BUILDING 审中-公开
标题翻译：地板板，混合地板结构和建筑施工方法
公开(公告)号：JP2005232851A
公开(公告)日：2005-09-02
申请号：JP2004044468
申请日：2004-02-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , ASAOKA SHIGERU , YAJIMA KAZUMI , YOSHIGAI SHIGERU , MIZUTANI AKIRA , ISHII TAKESHI , TSURUYA IWAO , KAMIOKA OSAMU , OWADA ATSUSHI , SASAKI KATSUYASU , OKAYASU TAKASHI
IPC分类号： E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a PCa board for a floor capable of lightening a floor slab, improving the rigidity of the floor slab, shortening the term of works and reducing a cost or the like, a hybrid floor structure and a construction method for the hybrid floor structure.
SOLUTION: A plurality of the PCa boards 2 for the floor are stretched among a plurality of steel-framed beams 1 and 1 arranged at every regular interval in the axial direction of the steel-framed beams 1. A plurality of steel plates 3 for the floor are stretched among the PCa boards 2 and 2 for the floor mutually adjacently in the axial rectangular direction of the steel-framed beams 1. A plurality of reinforcing bars 4 and anchorage bars 7 are arranged on the steel plates 3 for the floor, and concrete 5 is placed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够减轻楼板的地板的PCa板，提高楼板的刚性，缩短工程期限并降低成本等，混合地板结构和混合地板结构施工方法。解决方案：多个用于地板的PCa板2在钢框架梁1的轴向上以规则间隔布置的多个钢框架梁1和1之间被拉伸。多个钢板 3在钢框梁1的轴向矩形方向上相互相邻的PCa板2和2之间被拉伸。多个钢筋4和锚杆7布置在钢板3上，用于地板和混凝土5。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005213754A Steel concrete composite floor 有权
标题翻译：钢混凝土复合地板
公开(公告)号：JP2005213754A
公开(公告)日：2005-08-11
申请号：JP2004018320
申请日：2004-01-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIYASAKA TATSU , OGIWARA YUKIMASA , FUKUMOTO TOSHIYUKI , YAJIMA KAZUMI , YOSHIGAI SHIGERU
IPC分类号： E04B5/40
摘要： PROBLEM TO BE SOLVED: To provide a steel concrete composite floor capable of being simply constructed without carrying out a large-scale form work or concrete work. SOLUTION: A plurality of box-shaped forms 2 adjacent to each other and connected to each other are arranged between beams 1 and 1. A plurality of reinforcing bars 3 are longitudinally and laterally consecutively arranged on a plurality of box-shaped forms 2. Concrete 4 is consecutively placed in each box-shaped form 2 and on the box-shaped forms 2. The box-shaped form 2 is formed in an approximately hexagonal-shape in plan view, and it is formed in a state to open the upper end section. The box-shaped form 2 comprises a frame body 2a formed in a hexagonal-shape in plan view from a channel steel, a reinforcing rib 2b placed inside of the frame body 2a and a bottom plate 2c placed on the inside bottom section of the frame body 2a, and it is formed in the size capable of being carried by human power. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够简单构造而不进行大规模形式作业或具体工作的钢混凝土复合地板。解决方案：彼此相邻并且相互连接的多个箱形形状2被布置在梁1和1之间。多个钢筋3纵向和横向地连续布置在多个箱形形式混凝土4连续地放置在每个盒状的形式2和盒形的形式2上。盒状形状2在平面图中形成为大致六边形，并且形成为打开的状态上端部分。盒状形状2包括从通道钢的平面图形成六边形的框架体2a，放置在框架体2a内部的加强肋2b和放置在框架的内部底部的底板2c 身体2a，并且其形成为能够由人力携带的尺寸。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2012092541A Storage facility and storage method of floor unit 有权
标题翻译：地板设备的储存设施和储存方法
公开(公告)号：JP2012092541A
公开(公告)日：2012-05-17
申请号：JP2010239776
申请日：2010-10-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIZUTANI AKIRA , NAHATA FUMIHIRO , YAJIMA KAZUMI , KIDOKORO HIDEKI , TSUZUKI MASAHIRO , ITO HIROSHI
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a storage facility and a storage method of a floor unit, capable of reducing the number of processes required for lifting the floor unit and achieving efficient lifting work by integrating a bearing girder with the floor unit until the floor unit is carried away from the storage facility.SOLUTION: The storage facility 1 for storing floor units 40 includes: a frame 10 provided with a plurality of vertical frames 11 extended along the vertical direction and horizontal frames 12 disposed between the plurality of vertical frames 11; a bearing girder 30 integrated with the floor unit 40; a bearing girder holding member 20 for horizontally holding the bearing girder 30 integrated with the floor unit 40 stored in a storage area 14; a lifting device 50 for lifting the bearing girder 30 integrated with the floor unit 40; and a lowering device 60 for suspending and lowering the bearing girder 30. Until the floor unit 40 is carried away from the storage facility 1, the floor unit 40 and the bearing girder 30 are integrated.
摘要翻译：要解决的问题：提供一种地板单元的存储设备和存储方法，其能够减少提升地板单元所需的处理次数，并通过将支承梁与地板单元相结合来实现有效的提升作业，直到地板单元被从储存设备中运走。解决方案：用于存储楼层单元40的存储设备1包括：框架10，其设置有沿垂直方向延伸的多个垂直框架11和设置在多个垂直框架11之间的水平框架12; 与地板单元40一体化的轴承梁30; 用于水平地保持与存储在存储区域14中的地板单元40一体化的轴承梁30的轴承梁保持构件20; 用于提升与地板单元40一体化的轴承梁30的提升装置50; 以及用于悬挂和降低轴承梁30的下降装置60.在将地板单元40从存储设备1运送到地板单元40和轴承梁30之前，一直被固定。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2006291531A Column/beam connection structure 审中-公开
标题翻译：柱/梁连接结构
公开(公告)号：JP2006291531A
公开(公告)日：2006-10-26
申请号：JP2005111919
申请日：2005-04-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , OGIWARA YUKIMASA , TSUKAMOTO KIYOSHI , FUKUMOTO TOSHIYUKI , OTSUKA KATSUMI , TAKI MASAYA , MIYASAKA TATSU , KUBOTA ATSUSHI , KOJIMA KAZUO , YAJIMA KAZUMI , FUNATSU YUJI , ASAKUSA YOSHIKAZU
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a column/beam connection structure capable of efficiently connecting both up and down columns and the beam-column in the same position. SOLUTION: The columns 1 and the column 2 arranged on up and down and the columns 1 and 2 are connected to the beams 3 and 3 arranged to the side sections. Vertical joints 4 and 5 and a horizontal joint 6 are respectively projected to the end sections of the columns 1 and 2. Connection plates 7 and 8 are respectively attached to both sides of the vertical joints 4 and 4 and vertical joints 5 and 5 of the columns 1 and 2. The vertical joints 4 and each connection plate 7 are clamped with a plurality of connection bolts 9, and the vertical joints 5 and each connection plate 8 are clamped with a plurality of connection bolts 10. The end sections of both up and down flanges 3a of the beams 3 are connected to the horizontal joint 6 with a connecting plate 11 and a plurality of connection bolts 13, and the end sections of webs 3b are connected to the vertical joints 4 with a connection plates 12 and a plurality of connection bolts 14. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够在相同位置有效地连接上下列和梁柱的柱/梁连接结构。解决方案：布置在上下的列1和列2以及列1和2与连接到侧部的梁3和3连接。垂直接头4和5以及水平接头6分别突出到列1和2的端部。连接板7和8分别安装在垂直接头4和4的两侧以及垂直接头4和5的垂直接头5和5 第1列和第2列。垂直接头4和每个连接板7用多个连接螺栓9夹紧，并且垂直接头5和每个连接板8用多个连接螺栓10夹紧。两个端部梁3的下凸缘3a与连接板11和多个连接螺栓13连接到水平接头6，并且腹板3b的端部通过连接板12和多个连接到垂直接头4 的连接螺栓14.版权所有（C）2007，JPO＆INPIT

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